JP2692727B2 - Cylindrical connection type shock absorber - Google Patents

Cylindrical connection type shock absorber

Info

Publication number
JP2692727B2
JP2692727B2 JP6070258A JP7025894A JP2692727B2 JP 2692727 B2 JP2692727 B2 JP 2692727B2 JP 6070258 A JP6070258 A JP 6070258A JP 7025894 A JP7025894 A JP 7025894A JP 2692727 B2 JP2692727 B2 JP 2692727B2
Authority
JP
Japan
Prior art keywords
shock absorber
reaction force
bow
connection type
cylindrical connection
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP6070258A
Other languages
Japanese (ja)
Other versions
JPH07247532A (en
Inventor
喜久雄 有田
Original Assignee
運輸省船舶技術研究所長
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 運輸省船舶技術研究所長 filed Critical 運輸省船舶技術研究所長
Priority to JP6070258A priority Critical patent/JP2692727B2/en
Publication of JPH07247532A publication Critical patent/JPH07247532A/en
Application granted granted Critical
Publication of JP2692727B2 publication Critical patent/JP2692727B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00Adapting or protecting infrastructure or their operation
    • Y02A30/30Adapting or protecting infrastructure or their operation in transportation, e.g. on roads, waterways or railways

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  • Vibration Dampers (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】航行船舶が長大橋の橋脚など海上
固定構造物と衝突事故を起こしたときの、船舶及び海上
固定構造物両者の損害を軽減するための対策として利用
できる。円筒連結型緩衝工の材料に弾性体を用いれば、
復元力を利用して、船舶の接舷時の損傷防止対策にもな
る。また、船舶に限らず、あらゆる乗り物の衝突時の損
害軽減対策として利用できる。
[Industrial field of application] It can be used as a measure to reduce the damage to both a ship and a fixed sea structure when a navigation ship collides with a fixed sea structure such as a pier of a long bridge. If an elastic body is used as the material of the cylindrical connection type buffer,
By utilizing the restoring force, it can also be used as a preventive measure against damage when the ship comes alongside. Further, it can be used not only for ships but also as a measure for reducing damage in the event of collision of any vehicle.

【0002】[0002]

【従来の技術】従来の緩衝工の形式は、板を格子状に配
置して多くの区画をつくった格子構造で、各要素の板
(桁板と呼ぶ)に孔を設け、重量を軽くし、波浪外力の
低減をはかっている。また、衝突荷重に対する反力の急
激な上昇をさけるため、桁板を互い違いに配置するなど
の工夫をしている。
2. Description of the Related Art A conventional buffer structure is a grid structure in which plates are arranged in a grid to form many compartments. Each element plate (called a girder plate) is provided with holes to reduce the weight. , The wave external force is being reduced. In addition, in order to avoid a sudden increase in the reaction force against the collision load, the girders are arranged in a staggered manner.

【0003】[0003]

【発明が解決しようとする課題】従来の形式の緩衝工で
は、桁板により多くの区画をつくり、また軽減孔を設け
なければならない。さらに、反力の一様性をたかめるた
め、緩衝工の強度は衝突をうける外側から変えていく必
要があり、工数がかかり製作費がかさむ。それだけでな
く、反力と船首突入量との関係(反力曲線と呼ぶ)にお
いて反力の鋭いピークが存在し、たとえ桁板を互い違い
に配慮してもこのピークは残ることになりこのピーク反
力が構造物に損害を与える原因になる。さらに、衝突位
置によって吸収エネルギーと船首突入量との関係(吸収
エネルギー曲線と呼ぶ)が大きく違い、エネルギー吸収
率の均一性に欠ける。したがって、発明が解決しようと
する課題は、緩衝工の構造を簡単化し、反力曲線におい
て反力の鋭いピークがなく反力の平坦部が現れるように
し、またエネルギーの吸収率の均一性を保つため、船首
の突入位置による吸収エネルギー曲線の違いを少なくす
ることである。
In the conventional type of shock absorber, it is necessary to make more sections in the girder plate and to provide mitigation holes. Furthermore, in order to increase the uniformity of the reaction force, it is necessary to change the strength of the shock absorber from the outside that receives the collision, which requires man-hours and increases the manufacturing cost. Not only that, there is a sharp peak of the reaction force in the relationship between the reaction force and the amount of thrust into the bow (called reaction force curve), and this peak remains even if the girders are considered to be staggered. Forces cause damage to structures. Furthermore, the relationship between the absorbed energy and the amount of thrust into the bow (called the absorbed energy curve) varies greatly depending on the collision position, and the uniformity of the energy absorption rate is lacking. Therefore, the problem to be solved by the invention is to simplify the structure of the shock absorber so that there is no sharp peak of the reaction force in the reaction force curve and a flat portion of the reaction force appears, and the energy absorption rate is kept uniform. Therefore, the difference in the absorbed energy curve depending on the thrust position of the bow is to be reduced.

【0004】[0004]

【課題を解決するための手段】円筒連結型緩衝工は上か
ら見た形が図1のようになっており、円筒を連結してそ
れを外周板および内周板に組み込んだ簡単化した構造で
ある。内周板には円筒連結型緩衝工を取り付けるための
ボルト孔が設けられ、内周板を海上固定構造物の表面に
固着する。緩衝工の長さは防護する範囲により決まり、
深さは防護する高さにより任意にきめることができる。
緩衝工の張出し量は吸収エネルギー量に関係する。
A cylindrical connection type shock absorber has a shape as viewed from above as shown in FIG. 1, and has a simplified structure in which cylinders are connected and incorporated into an outer peripheral plate and an inner peripheral plate. Is. The inner peripheral plate is provided with a bolt hole for attaching the cylindrical connection type shock absorber, and the inner peripheral plate is fixed to the surface of the sea fixed structure. The length of the shock absorber depends on the protection range,
The depth can be set arbitrarily depending on the height to be protected.
The amount of overhang of the shock absorber is related to the amount of absorbed energy.

【0005】衝突船船首が円筒連結型緩衝工に突入した
時、衝突エネルギーは外周板の変形と円筒の変形とによ
り吸収される。この時、円筒の軸に対する横方向の柔軟
性を利用した変形により反力の鋭いピークを緩和すると
同時に、外周板及び円筒の厚みを変えて変形によるエネ
ルギー分担を変化させて、船首突入位置によるエネルギ
ー吸収率の違いを少なくしている。
When the bow of the collision ship enters the cylindrical connection type shock absorber, the collision energy is absorbed by the deformation of the outer peripheral plate and the deformation of the cylinder. At this time, the sharp peak of the reaction force is alleviated by the deformation utilizing the flexibility in the lateral direction with respect to the axis of the cylinder, and at the same time, the energy distribution due to the deformation is changed by changing the thicknesses of the outer peripheral plate and the cylinder, and the energy due to the bow thrust position is changed. The difference in absorption rate is reduced.

【0006】[0006]

【作用】まず、船舶の衝突規模すなわら緩衝工により吸
収すべきエネルギーの大きさ、及び構造物の破壊が起こ
らないような許容荷重を設定する。次に、吸収エネルギ
ーは縮尺比の3乗に荷重は2乗に比例すると考え、縮尺
模型による圧壊実験を行う。この時、反力曲線におい
て、平坦部分に近い反力を許容荷重とすると吸収エネル
ギー効率が良い。
First, the amount of energy to be absorbed by the collision scale of the ship, that is, the shock absorber, and the allowable load so that the structure is not destroyed are set. Next, it is considered that the absorbed energy is proportional to the cube of the scale ratio and the load is proportional to the square of the scale ratio. At this time, in the reaction force curve, if the reaction force close to the flat portion is the allowable load, the absorbed energy efficiency is good.

【0007】吸収エネルギーは反力曲線を船首突入量に
関して緩衝工の張出し量まで積分することにより求める
ことができる。この吸収エネルギーの値が船舶の衝突エ
ネルギーを上回るように張出し量を決めた模型を実寸に
換算し、実際の緩衝工の寸法を決定する。
The absorbed energy can be obtained by integrating the reaction force curve with respect to the amount of thrust into the bow up to the amount of overhang of the shock absorber. A model in which the amount of overhang is determined so that the value of this absorbed energy exceeds the collision energy of the ship is converted into the actual size, and the size of the actual shock absorber is determined.

【0008】[0008]

【実施例】図2、3に圧壊実験用の縮尺模型を示す。図
2は円筒部分に船首荷重が作用した時の船首突入条件
(A)の場合であり、図3は円筒の中間に船首荷重が作
用したときの船首突入条件(B)の場合である。この両
極端な船首突入条件に対する圧壊実験を比較しておけば
緩衝工の特性を把握できる。図4はそれぞれの船首突入
条件に対応した反力曲線を示したものであり、図5は反
力曲線を船首突入量に関し積分して求めた吸収エネルギ
ー曲線を示している。図4をみると、反力曲線において
反力の鋭いピークがみられず、かなり広い平坦部が得ら
れている。図5の吸収エネルギー曲線において船首突入
条件による違いはほとんどみられず、エネルギー吸収率
の均一性が保たれる。
EXAMPLES FIGS. 2 and 3 show a scale model for a crushing experiment. FIG. 2 shows the case of the bow thrust condition (A) when the bow load acts on the cylindrical portion, and FIG. 3 shows the case of the bow thrust condition (B) when the bow load acts on the middle of the cylinder. The characteristics of the shock absorber can be understood by comparing the crushing experiments under these two extreme conditions for entering the bow. FIG. 4 shows a reaction force curve corresponding to each of the bow thrust conditions, and FIG. 5 shows an absorbed energy curve obtained by integrating the reaction force curve with respect to the bow thrust amount. As shown in FIG. 4, no sharp peak of the reaction force is seen in the reaction force curve, and a fairly wide flat portion is obtained. In the absorbed energy curve in Fig. 5, there is almost no difference due to the conditions of the thrusting into the bow, and the uniformity of the energy absorption rate is maintained.

【0009】[0009]

【発明の効果】本発明によって、航行船舶が海上固定構
造物と衝突したときの、船舶及び海上固定構造物両者の
損害を有効に軽減する方策が可能になるので、海上交通
の安全対策が向上する。
According to the present invention, it is possible to effectively reduce the damage to both a ship and a sea fixed structure when the sailing ship collides with the sea fixed structure. Therefore, safety measures for marine traffic are improved. To do.

【図面の簡単な説明】[Brief description of the drawings]

【図1】円筒連結型緩衝工を上から見た図である。FIG. 1 is a view of a cylindrical connection type shock absorber as viewed from above.

【図2】圧壊実験用の円筒連結型緩衝工の縮尺模型で、
船首突入条件(A)に対応した模型の図である。
FIG. 2 is a scaled model of a cylindrical connection type shock absorber for a crushing experiment,
It is a figure of a model corresponding to a bow thrust condition (A).

【図3】圧壊実験用の円筒連結型緩衝工の縮尺模型で、
船首突入条件(B)に対応した模型の図である。
[Fig. 3] A scale model of a cylindrical connection type shock absorber for a crushing experiment,
It is a figure of a model corresponding to a bow thrust condition (B).

【図4】反力曲線の実験結果を示したもので、円筒連結
型緩衝工の反力曲線は反力の鋭いピークがないこと、反
力が船首突入量に対してほぼ水平な平旦になっている部
分が現れていることを示した図である。
[Fig. 4] Fig. 4 shows experimental results of reaction force curve. The reaction force curve of the cylindrical connection type buffer does not have a sharp peak of reaction force, and the reaction force becomes a flat surface that is almost horizontal with respect to the thrust amount of the bow. It is the figure which showed that the part which has appeared.

【図5】図4の反力曲線を船首突入量に関し積分した吸
収エネルギー曲線で、船首の突入条件(A)、(B)で
吸収エネルギー曲線の違いがほとんどないこと、これに
より、エネルギー吸収率の均一性が保たれていることを
示した図である。
FIG. 5 is an absorbed energy curve obtained by integrating the reaction force curve of FIG. 4 with respect to the amount of thrust into the bow, showing that there is almost no difference in the absorbed energy curves between the thrust conditions (A) and (B) of the bow. It is a figure showing that the uniformity of is maintained.

【符号の説明】[Explanation of symbols]

1 衝突船首、 2 円筒の直径、 3 外周板、 4 内周板、 5 連結円筒1個の範囲、 6 緩衝工の防護範囲を示す中心角、 7 緩衝工の張出し量、 8 緩衝工の深さ、 9 内周板に設けた緩衝工取り付け孔 1 collision bow, 2 diameter of cylinder, 3 outer peripheral plate, 4 inner peripheral plate, 5 range of 1 connecting cylinder, 6 central angle showing protection range of shock absorber, 7 overhang amount of shock absorber, 8 depth of shock absorber , 9 Shock absorber mounting holes provided on the inner peripheral plate

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 船舶の衝突時の運動エネルギーを有効に
吸収し、衝突による損害を軽減するために、長大橋の橋
脚など海上固定構造物に装着する構造物(緩衝工と呼
ぶ)の一形式で、鋼製の円筒を連結し、それを鋼製の
周板及び内周板の間に組み込んだ円筒連結型緩衝工。
1. A type of structure (referred to as a shock absorber) attached to a sea fixed structure such as a pier of a long bridge in order to effectively absorb kinetic energy at the time of collision of a ship and reduce damage caused by the collision. in, connecting the cylinder made of steel, cylindrical coupling type buffer Engineering incorporating it out <br/> peripheral plate and the inner peripheral plates made of steel.
JP6070258A 1994-03-03 1994-03-03 Cylindrical connection type shock absorber Expired - Lifetime JP2692727B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6070258A JP2692727B2 (en) 1994-03-03 1994-03-03 Cylindrical connection type shock absorber

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6070258A JP2692727B2 (en) 1994-03-03 1994-03-03 Cylindrical connection type shock absorber

Publications (2)

Publication Number Publication Date
JPH07247532A JPH07247532A (en) 1995-09-26
JP2692727B2 true JP2692727B2 (en) 1997-12-17

Family

ID=13426348

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6070258A Expired - Lifetime JP2692727B2 (en) 1994-03-03 1994-03-03 Cylindrical connection type shock absorber

Country Status (1)

Country Link
JP (1) JP2692727B2 (en)

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4514372Y1 (en) * 1965-12-25 1970-06-17
JPS60115927U (en) * 1984-01-17 1985-08-06 日本鋼管株式会社 floating hood

Also Published As

Publication number Publication date
JPH07247532A (en) 1995-09-26

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